TECHNICAL REPORTS (Names of graduate students are underlined)

 

R31 Labib, S., El-Gendy, M. and El-Salakawy, E.F. (2020). "Transverse Posttensioning of Adjacent Precast Prestressed Concrete Box Girder Bridges – Phase II." Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), June, 55 p.

 

R30 Hernandez-Brito, S. and El-Salakawy, E.F. (2020). "Reinforcing Bar Connection of Precast/Prestressed Concrete Hollow-Core Slabs to Masonry Supports" Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), Nov., 9 p.

 

R29 Labib, S., El-Gendy, M.G. and El-Salakawy, E.F. (2019). "Transverse Posttensioning of Adjacent Precast Prestressed Concrete Box Girder Bridges – Phase I." Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), June, 31 p.

 

R28 Hernandez-Brito, S. and El-Salakawy, E.F. (2019). "Reinforcing Bar Connection of Precast/Prestressed Concrete Hollow-Core Slabs to Steel or Masonry Supports – Phase I." Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), June, 29 p.

 

R27 El-Salakawy, E.F. Hussein, A., Mostafa, A. and El-Gendy, M.G. (2016). "Effect of GFRP Shear Reinforcement on the Punching Shear Behaviour of Slab-Column Connections." Technical Report, submitted to Pultrall Inc., Thetford Mines, Quebec, July, 37 p.

 

R26 El-Salakawy, E.F. Truderung, K. and Celal, M.S. (2012). "Shear Capacity of Dry-Cast Extruded Precast/Prestressed Hollow Core Slabs – Final Report." Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), June, 89 p.

 

R25 Celal, M.S. and El-Salakawy, E.F. (2011). “Shear Capacity of Dry-Cast Extruded Precast/Prestressed Hollow Core Slabs – Phase II.” Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), May, 19 p.

 

R24 Truderung, K. and El-Salakawy, E.F. (2010). “Shear Capacity of Dry-Cast Extruded Precast/Prestressed Hollow Core Slabs – Phase I.” Technical Report, submitted to the Canadian Precast/Prestressed Concrete Institute (CPCI), June, 76 p.

 

R23 Ahmed, E., El-Salakawy, E.F., and Benmokrane, B., (2008), “Tensile Properties of GFRP Bent Bars for RC Bridge Barriers,” Technical Report, submitted to the Ministry of Transportation of Quebec, August, 16 p.

 

R22 Ahmed, E., El-Salakawy, E.F., and Benmokrane, B. (2007). “Shear Behaviour of NEBT-Bridge Girders Reinforced with Carbon FRP Stirrups.” Technical Report, submitted to Ministry of Transportation of Quebec, Structures Division, August, 31 p.

 

R21 El-Gamal, S., Patrice, C., El-Salakawy, E.F., and Benmokrane, B. (2007). ‘Laboratory Testing on the Durability and Structural Performance of Slab Specimens Reinforced with FRP Bars of Laurier-Taché Parking’, Technical report submitted to PWGSC, Gatineau, Feb., 60 p.

 

R20 Eisa, M., El-Salakawy, E.F., and Benmokrane, B. (2007). "Construction of CRCP Slabs Reinforced with GFRP Bars Implemented on Highway 40 East." Technical Report, submitted to the Ministry of Transportation of Quebec, Pavement Division, January, 23 p.

 

R19 Ahmed, E., El-Salakawy, E.F., and Benmokrane, B. (2006). “Behaviour of Post-Installed Adhesive GFRP Anchors in Concrete.” Technical Report, submitted to Pultrall Inc., Thetford Mines, Quebec, March, July, 12 p.

 

R18 El-Gamal, S.,El-Salakawy, E.F. and Benmokrane, B., (2006). “Laboratory Structural Testing of Composite Telecommunication Towers, Part II: Torsion Tests of the Tower Joint.” Technical Report No. 2, submitted to TowerTex Inc., April, 18 p.

 

R17 Debaiky, A.,El-Salakawy, E.F. and Benmokrane, B., (2006). “Laboratory Structural Testing of Composite Telecommunication Towers, Part I: Flexure & Torsion Tests of Tower.” Technical Report No. 2, submitted to TowerTex Inc., April, 16 p.

 

R16 El-Ragaby, A., El-Salakawy, E.F., and Benmokrane, B. (2006). “Installation and Monitoring of the Structural Slabs Reinforced with Fibre Reinforced Polymer Rods (Laurier-Taché Parking Garage - Addendum 2).” Technical Progress Report No. 1, submitted to PWGSC, Gatineau, Quebec, Canada, March, 21 p.

 

R15 El-Gamal, S., El-Salakawy, E.F. and Benmokrane, B. (2006). “Design of Concrete Bridge Deck Slabs using Different Types and Diameters of GFRP Bars.” Technical Report, submitted to Pultrall Inc., Thetford Mines, Quebec, March, 54 p.

 

R14 El-Gamal, S., El-Salakawy, E.F. and Benmokrane, B. (2006). “Design of Concrete Bridge Deck Slabs using Different Types and Diameters of GFRP Bars: Overhangs.” Technical Report, submitted to Pultrall Inc., Thetford Mines, Quebec, March, 34 p.

 

R13 Benmokrane, B., Ahmed, E.A., andEl-Salakawy, E.F. (2006). "Conception de poutres de ponts en béton précontraint renforcées avec des étriers en matériaux composites." Rapport d’Étape 3 (Phase A), soumis au ministère des Transports du Québec, mars, 35 p.

 

R12 El-Salakawy, E.F., El-Gamal, S. and Benmokrane, B. (2005). “Evaluation of the Performance of Glass Fiber Reinforced Polymer (GFRP) Reinforcement, an Innovative Material, in the Superstructure of Br 213 over the Ryder Brook on VT 100 in Morristown, Vermont.” Technical Report, No. 3, Research Contract No.0984581, Project: Morristown BRF 029-1 (11), submitted to Vermont Agency of Transportation, Vermont, USA, December, 35 p.

 

R11 Benmokrane, B., Ahmed, E.A., andEl-Salakawy, E.F. (2005). "Shear Behaviour of Concrete Beams Reinforced with CFRP Stirrups." Rapport d’Étape 2 (Phase B), soumis au ministère des Transports du Québec, juin, 13 p.

 

R10 Benmokrane, B., Ahmed, E.A.,El-Salakawy, E.F., and Massicotte, B. (2005). "Conception de poutres de ponts en béton précontraint renforcées avec des étriers en matériaux composites." Rapport d’Étape 2 (Phase A), soumis au ministère des Transports du Québec, mars, 18 p.

 

R09 Benmokrane, B.,El-Salakawy, E.F., and El-Gamal, S. (2005). "Construction and Testing of Canada’s First Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge." Technical Report, submitted to the Ministry of Transportation of Quebec, Feb., 47 p.

 

R08 Sharbatdar, M.K., Benmokrane, B., El-Salakawy, E.F., and Saatcioglu, M. (2004). "Seismic Behaviour of FRP Reinforced Concrete Beam-Column Joints." Technical Report, Department of Civil Engineering, University of Sherbrooke, Sherbrooke, Quebec, December, 101 p.

 

R07 El-Salakawy, E.F. and Benmokrane, B. (2004). "FRP Reinforcing Bars for the Concrete Deck Slab of Melbourne Bridge on Highway 55 North." Technical Report, submitted to The Ministry of Transportation of Quebec, March, 46 p.

 

R06 Benmokrane, B., El-Sayed, A., El-Salakawy, E.F., and Massicotte, B. (2004). "Conception de poutres de ponts en béton précontraint renforcées avec des étriers en matériaux composites." Rapport d’Étape 1, soumis au ministère des Transports du Québec, janvier, 21 p.

 

R05 El-Salakawy, E.F., Cherrak, Z., and Benmokrane, B. (2003). "FRP Reinforcing Bars for Concrete Slabs of Laurier Taché Parking Garage: Design and Laboratory Test Results." Final Technical Report, Res. Cont. No. EN336-020283/001/55, submitted to PWGSC, Gatineau, Quebec, July, 54 p.

 

R04 El-Salakawy, E.F. and Benmokrane, B. (2003). "Concrete Bridge Deck Slabs Reinforced With FRP Composite Bars: Magog Bridge - On Highway 55 North." Technical Report, submitted to the Ministry of Transportation of Quebec, January, 50 p.

R03 Benmokrane, B., El-Salakawy, E.F., Kassem, C., and Masmoudi, R. (2002). "Tablier de pont armé à l’aide de matériaux composites – Phase 3: Application à un pont dans la municipalité de Wotton (Québec)." Rapport final, soumis au ministère des Transports du Québec, Direction des structures, contrat 1220-00-BD08, Décembre, 37 p.

R02 Laoubi, K., El-Salakawy, E.F., and Benmokrane, B. (2001). "Mechanical and Durability Properties of ISORODTM Composite Bars." Technical Report, submitted to Pultrall Inc., Thetford Mines, Quebec, December, 16 p.

R01 El-Salakawy, E.F., Masmoudi, R., Briére, F., and Benmokrane, B. (2001). "Impact Test on Concrete Bridge Barriers Reinforced with GFRP Composite Bars." Technical Report, submitted to the Ministry of Transportation of Québec, August, 71 p.

 

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